Intent 1:
To limit the probability of discontinuity in mortar
joints at vertically aligned webs of hollow masonry units, which could
lead to:
- mortar joints of inadequate tensile and compressive
strength, or
- the inadequate containment of grout.
This is to limit the probability of compromised structural
integrity, which could lead to:
- the structural failure of masonry construction,
- where masonry construction is part of an environmental
separator, the excessive deformation, displacement or failure of required
environmental separation elements, which could lead to deterioration,
which could lead to further compromised structural integrity, or
- in assemblies exposed to moisture or the exterior, damage
and deterioration, which could lead to further compromised structural
integrity.
This is to limit the probability of harm to persons.